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HomeMy WebLinkAbout3391-3; MAGNOLIA AV, VALLEY ST & PARK DR SIDEWALKS; TEST RESULTS; 1997-01-07- LAW/CRAN%DALL 9177 Sky Park Ct. San Diego, CA 9'21-79-278-3600 REPORT OF FIELRLO3SttS ul- CLIENT: City of Carlsbad JAN 0? 199/ JOB NO.: 41.50396.09 PROJECT: City of Carlsbad ENGINEERING DfP PENT Magnolia Ave. and Valley St, Car TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/04/96 33 3.7 136.7 2 97 95 3 FBG 34 3.9 137.1 2 97 95 3 FBG 35 3.6 135.7 2 96 95 3 FBG 36 4.1 131.1 2 93 << 95 3 FBG 37 3.8 138.1 2 98 95 3 FBG 38 4.4 130.7 2 93 << 95 3 FBG 39 3.1 132.1 2 94 << 95 3 FBG Tests Performed on 12/17/26 40 7.5 134.1 2 95 I 95 3 FBG TEST LCATIONS: 33 Magnolia Ave. @ pta. 11+30 34 Magnolia Ave. @ ta. 14+00 35 Magnolia Ave. @ ta. 16+10 36 Magnolia Ave. © sta. 19+66 37 Magnolia Ave. @ ta. 21+55 38 Magnoli a Ave. © eta. 23+40 39 Magnolia Ave. @ sta. 25+75 40 Curb & gutter @ L149 Magnolia (driveway) TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 2 141.0 OPTIMUM REMARKSPerformed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 6.0 << Denotes Less than Specified Compaction DISTRIBUTION: City of Carlsbad/Mr. R. Cook ((D) (C) (B)) RESPECTFULLY SUBMITTED: David C. Wilson, RCE #54734 LAW/CRANDALL ow 9177 Sky Park Ct. San Diego, CA 92123 LM 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.09 PROJECT: City of Carlsbad Magnolia Ave. and Valley St, Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION I (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/04/96 33 3.7 136.7 2 97 95 3 FBG 34 3.9 137.1 2 97 95 3 FBG 35 3.6 135.7 2 96 95 3 FBG 36 4.1 131.1 2 93 << 95 3 FBG 37 3.8 138.1 2 98 95 3 FBG 38 4.4 130.7 2 93 << 95 3 FBG 39 3.1 132.1 2 94 << 95 3 FBG Tests Performed on 12/17/96 40 7.5 134.1 2 95 95 3 FBG TEST LOCATIONS: 33 Magnolia Ave. @ sta. 11+30 34 Magnolia Ave. @ eta. 14+00 35 Magnolia Ave. @ eta. 16+10 36 Magnolia Ave. @ sta. 19+66 37 Magnol i a Ave. @ Ista. 21+55 38 MagnoUla Ave. @ ta. 23+40 39 40 Magnolia Curb & Ave. @ gutter © eta. 25+75 0.149 Magnolia (driveway) TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 2 141.0 OPTIMUM REMARKS Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 6.0 << Denotes Less than Specified Compaction DISTRIBUTION: City of Carlsbad/Mr. R. Cook ((D) (C) (B)) RESPECTFULLY SUBMITTED: David C. Wilson, RCE *54734 _I . LAW/CRANDALL aw 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELDEIYTESTS -- L\L4.;,LhV I 'CLIENT.- City of Carlsbad . / JOB NO.: 41.50396-.09 PROJECT: City of Carlsbad CITCrë- Magnolia St. and Valley, Carlsbr TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08/16/316 1 3.0 124.9 1 98 95 3 fsg 2 3.4 126.8 1 99 95 3 fsg Tests Performed on 08/19/316 3 2.2 138.5 2 98 95 3 fbg 4 2.3 134.8 2 96 95 3 fbg 5 2.3 136.6 2 97 95 3 fbg 6 2.3 134.1 2 95 . 95 3 fbg Tests Performed on 08/21/)6 7 3.7 133.6 2 95 95 3 fbg TEST LC CATIONS: 1 Subgral e, c&g on Valley @ sta. 22+00 18' it. )f c/i 2 Subgral e, c&g on Valley @ 6ta. 20+75 18' it. )f c/i 3 Agg. b Se, c&g 0' Valley ® sta. 20+6, 18' lt. of c/i 4 Agg. b Se, c&g oa Valley ® sta. 21+2, 20' it. of c/i 5 Agg. base, c&g oi Valley ® sta. 21+7;, 18' it. of c/i 6 Agg. ba se, c&g on Valley @ sta. 22+2, 20' it. of c/i 7 Agg. ba se, c&g on Magnolia & Valley, ®sta. 2205,201 rt. of c/i TEST COMPARED TO: REMARKS PCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER OENS(1 MOISTURE 3 - ASTM D2922 (PC9 1 128.0 9.5 2 141.0 6.0 RESPECTFULLY SUBMITTED: a. Thomas B. Canady, RCE #50057 - LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 61'9-278-3600 REPORT OF FIELD / CUENT: Cityof Carlsbad ! 1JEC 41OBNO. 41.50396.09 PROJECT: City of Carlsbad Magnolia St. and Valley, Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08 /16/316 1 3.0 124.9 1 98 95 3 fsg 2 3.4 126.8 1 99 95 3. fsg Tests Performed on 08/19/ ?6 3 2.2 138.5 2 98 95 3 fbg 4 2.3 134.8 2 96 95 3 fbg 5 2.3 136.6 2 97 95 3 fbg 6 2.3 * 134.1 2 95 95 3 fbg Tests Performed on 08/21/)6 7 3.7 133.6 2 95 95 3 fbg TEST LC iTIONS: 1 Subgra e, c&g on Valley © 9ta. 22+00 18' lt. bf c/l..-:. 2 Subgra e, c&g on Valley © ;ta. 20+75 18' lt. of dl 3 Agg. b se, c&g oi Valley @ sta. 20+6 , 18' it, of c/l 4 Agg. b Se, c&g oi Valley @ sta.21+2 , 20' lt. of c/l 5 Agg. b se, c&g oi Valley © sta. 21+75, 18' it. of c/l 6 Agg. b se, c&g oi Valley @ sta. 22+2), 20' it. of c/l 7 Agg. ba -a Se, c&g oi Magnolia & Valley, @sta. 22 75,20'rt. of c/l TEST COMPARED TO: . REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCP) (%) 1 128.0 9.5 2 141.0 6.0 RESPECTFULLY SUBMITTED: 2..-a. -$-- Thomas B. Canady, RCE #50057• -am LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.09 PROJECT: City of Carlsbad Magnolia St. and Valley, Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 09/24/ 6 24 1.8 135.4 2 96 95 3 -4" 25 1.8 138.5 2 98 95 3 _411 26 2.3 136.1 2 97 95 3 -4" 27 2.7 134.8 2 96 95 3 -4" 28 2.2 138.5 2 98 95 3 -4" TEST L(CATIONS: 24 Valley Rd. @ sta. 22+50, 1 ' w. of c '1 25 Valley Rd. @ sta. 21+95, 1 ' w. of c '1 26 Valley Rd. @ sta. 18+25, 1' w. of c 1 27 Valley Rd. © sta. 17+65, 1 ' e. of c '1 28 Valley Rd. © sta. 19+00, 1 ' e. of c 1 TEST COMPARED TO: REMARKS PROCTOR MAXiMUMDRV OFTIMUM Performed In General Accordance With: NUMBER OENSIY MOISTURE 3 - ASTM D2922 (PCF) 2 141.0 6.0 RESPECTFULLY SUBMITTED: Thomas B. Canady, RCE #50057 LAW/C RAN DALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF Fl DENSITY TESTS CLIENT: City of Carlsbad OCT -3 1996 I JOB NO.: 41.50396.09 PROJECT: City of Carlsbad CITY OF CARLSBAD Magnolia St. and Valley, Carl TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 09/24/ 6 24 1.8 135.4 2 96 95 3 -4" 25 1.8 138.5 2 98 95 3 -4" 26 2.3 136.1 2 97 95 3 -4" 27 2.7 134.8 2 96 95 3 -4" 28 2.2 138.5 2 98 95 3 -4" TEST LCCATIONS: 24 Valley Rd. @ sta. 22+50, 15' W. of c '1 25 Valley Rd. @ sta. 21+95, 151 w. of c '1 26 Valley Rd. @ sta. 18+25, 151 w. of c '1 27 Valley Rd. @ sta. 17+65, 151 e. of c 1 28 Valley Rd. @ sta. 19+00, 151 e. of c 1 TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTiMUM Performed In General Accordance With: NUMBER DENSflY MOISTURE 3 - ASTM D2922 (PCF) (%) 2 141.0 6.0 RESPECTFULLY SUBMITTED: Thomas B. Canady, RCE #50057 LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.09 PROJECT: City of Carlsbad Magnolia St. and Valley, Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 09/24/)6 24 1.8 135.4 2 96 95 3 -4" 25 1.8 138.5 2 98 95 3 -4" 26 2.3. 136.1 2 97 95 3 -4" 27 2.7 134.8 2 96 95 3 -4" 28 2.2 138.5 2 98 95 3 -4" TEST LC CATIONS: 24 Valley Rd. @ sta. 22+50, 1 ' w. of c 1 25 Valley Rd. @ sta. 21+95, 1 ' w. of c 1 26 Valley Rd. @ sta. 18+25, 1 ' w. of c 1 27 . Valley Rd. @ sta. 17+65, 1 ' e. of c 1 28 Valley Rd. @ sta. 19+00, 1 ' e. of c '1 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTiMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 2 141.0 6.0 RESPECTFULLY SUBMITTED: Thomas B. Canady, RCE #50057